Grading, Drainage, Construction of a Concrete Box Bridge

Project No. APD-63(55), 07008-3236-64 (PIN 101407.02) The grading, drainage, construction of a concrete box bridge and paving on S.R. 63 from near Frontier Road/Woodson Lane (L.M. 13.04) to near the Claiborne County line (L.M. 18.30). Project Length - 5.240 miles Project No. APD-63(6), 13005-3221-64 (PIN 101409.00) The grading, drainage and paving on S.R. 63 from the Claiborne County line (L.M. 0.00) to Hall Lane (L.M. 5.35). 105-01 Construction Stakes, Lines And Grades (1) Ls 109-10.01 Trainee 5,240.000 Hour 201-01 Clearing And Grubbing (1) Ls 202-01.56 Removal Of Structures & Obstructions (Description) (Pipes, Wingwalls & Endwalls) (1) Ls 202-01.56 Removal Of Structures & Obstructions (Description) (Tract No. 53) (1) Ls 202-01.57 Removal Of Structures & Obstructions (Description) (Tract No. 69) (1) Ls 202-04.01 Removal Of Structures (Description, Sta.) (Spring Structure, Sta.571+65.00) (1) Ls 202-04.02 Removal Of Structures (Description, Sta.) (Land For Sale Sign, Tract No. 50) (1) Ls 202-04.03 Removal Of Structures (Description, Sta.) (Tva Sign, Tract No. 68) (1) Ls 202-04.04 Removal Of Structures (Description, Sta.) (Multiple Small Signs, Tract Nos. 79 & 82) (1) Ls 202-04.05 Removal Of Structures (Description, Sta.) (Well Springs Methodist Sign, Tract No. 88) (1) Ls 202-04.06 Removal Of Structures (Description, Sta.) (Overlook Bay Sign, Tract No. 107) (1) Ls 202-04.07 Removal Of Structures (Description, Sta.) (Missionary Baptist Church Sign, Tract No. 6) (1) Ls 202-04.08 Removal Of Structures (Description, Sta.) (Metal Basketball Goal, Tract No. 114) (1) Ls 202-06.01 Removal Of Buildings (Tract No.) (Tract No. 61) (1) Ls 203-01 Road & Drainage Excavation (Unclassified) 613,802.000 c.y. 203-02.01 Borrow Excavation (Graded Solid Rock) 48,447.000 Ton 203-04 Placing And Spreading Topsoil 97,226.000 c.y. 203-05 Undercutting 6,125.000 c.y. 203-06 Water 110.000 m.g. 203-20.01 Channel Substrate 1,510.000 c.y. 204-06.02 Flowable Fill (Excavatable) 200.000 c.y. 204-08 Foundation Fill Material 68.000 c.y. 204-08.01 Backfill Material (Flowable Fill) 105.000 c.y. 208-01.05 Brooming & Degrassing Shoulders 16.250 l.m. 209-02.07 18" Temporary Slope Drain 8,277.000 l.f. 209-03.22 Filter Sock (18 Inch) 340.000 l.f. 209-03.30 Stream Mitigation (River Rock) 1,031.000 Ton 209-03.37 Stream Mitigation Cross Vane Structure 27.000 Each 209-03.55 Stream Mitigation (Description) (Clay Plug) 6.000 Each 209-03.56 Stream Mitigation (Description) (Toe Wood) 290.000 Each 209-03.59 Stream Mitigation - Brush Mattress 649.000 s.y. 209-05 Sediment Removal 4,166.000 c.y. 209-08.02 Temporary Silt Fence (With Backing) 40,704.000 l.f. 209-08.03 Temporary Silt Fence (Without Backing) 127,197.000 l.f. 209-08.05 Enhanced Silt Fence Check (v-Ditch) 10.000 Each 209-08.07 Rock Check Dam 426.000 Each 209-08.08 Enhanced Rock Check Dam 299.000 Each 209-08.09 Filter Sock Check Dam 10.000 Each 209-09.01 Sandbags 29,347.000 Bag 209-09.03 Sediment Filter Bag (15' x 15') 17.000 Each 209-09.04 Sediment Filter Bag(15' x 10') 47.000 Each 209-09.43 Curb Inlet Protection (Type 4) 3.000 Each 209-20.03 Polyethylene Sheeting (6 Mil. Minimum) 1,783.000 s.y. 209-40.46 Catch Basin Filter Assembly(Type 6) 3.000 Each 209-65.04 Temporary In Stream Diversion 595.000 l.f. 303-01 Mineral Aggregate, Type a Base, Grading d 341,968.000 Ton 303-01.01 Granular Backfill (Roadway) 3,595.364 Ton 303-01.02 Granular Backfill (Bridges) 3,994.000 Ton 303-10.01 Mineral Aggregate (Size 57) 1,329.000 Ton 307-01.01 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading a 67.000 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading b-m2 2,370.000 Ton 307-01.21 Asp. Conc. Mix(Pg70-22) (Bpmb-Hm) Gr. a-s 21,723.000 Ton 307-02.01 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading a 48,425.000 Ton 307-02.08 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading b-m2 61,775.000 Ton 402-01 Bituminous Material For Prime Coat (Pc) 597.000 Ton 403-01 Bituminous Material For Tack Coat (Tc) 234.000 Ton 411-01.07 Acs Mix (Pg64-22) Grading e Shoulder 11,181.000 Ton 411-01.10 Acs Mix(Pg64-22) Grading d 3,630.000 Ton 411-02.10 Acs Mix(Pg70-22) Grading d 32,611.000 Ton 411-12.02 Scoring Shoulders (Non-Continuous) (16in Width) 16.400 l.m. 415-01.01 Cold Planing Bituminous Pavement 7,829.000 Ton 604-01.01 Class a Concrete (Roadway) 665.148 c.y. 604-01.02 Steel Bar Reinforcement (Roadway) 126,375.000 Lb. 604-02.01 Class a Concrete (Box Bridges) 513.000 c.y. 604-02.02 Steel Bar Reinforcement (Box Bridges) 86,306.000 Lb. 607-03.02 18" Concrete Pipe Culvert (Class Iii) 774.000 l.f. 607-05.02 24" Concrete Pipe Culvert (Class Iii) 305.500 l.f. 607-06.02 30" Concrete Pipe Culvert (Class Iii) 46.000 l.f. 607-07.02 36" Concrete Pipe Culvert (Class Iii) 145.000 l.f. 607-08.02 42" Concrete Pipe Culvert (Class Iii) 34.000 l.f. 607-09.02 48" Concrete Pipe Culvert (Class Iii) 4.000 l.f. 607-16.05 45"x 29" Horizontal Oval Concrete Pipe Culvert (Class__) 30.000 l.f. 607-39.02 18" Pipe Culvert (Side Drain) 4,568.000 l.f. 607-39.03 24" Pipe Culvert (Side Drain) 452.000 l.f. 607-39.04 30" Pipe Culvert (Side Drain) 53.000 l.f. 607-39.05 36" Pipe Culvert (Side Drain) 36.000 l.f. 611-02.02 Spring Drain Box, Type 2a 1.000 Each 611-02.11 Junction Box, Type 2 2.000 Each 611-07.01 Class a Concrete (Pipe Endwalls) 82.000 c.y. 611-07.02 Steel Bar Reinforcement (Pipe Endwalls) 3,509.000 Lb. 611-07.31 18in Endwall (Side Drain) 182.000 Each 611-07.32 24in Endwall (Side Drain) 15.000 Each 611-07.33 30in Endwall (Side Drain) 4.000 Each 611-07.34 36in Endwall (Side Drain) 2.000 Each 611-07.54 18in Endwall (Cross Drain) 3:1 4.000 Each 611-07.55 18in Endwall (Cross Drain) 4:1 3.000 Each 611-07.56 18in Endwall (Cross Drain) 6:1 19.000 Each 611-07.57 24in Endwall (Cross Drain) 3:1 8.000 Each 611-07.58 24in Endwall (Cross Drain) 4:1 1.000 Each 611-07.59 24in Endwall (Cross Drain) 6:1 4.000 Each 611-07.60 30in Endwall (Cross Drain) 3:1 2.000 Each 611-07.64 36in Endwall (Cross Drain) 4:1 2.000 Each 611-07.65 36in Endwall (Cross Drain) 6:1 2.000 Each 611-07.67 42in Endwall (Cross Drain) 4:1 2.000 Each 611-07.70 48in Endwall (Cross Drain) 4:1 1.000 Each 611-28.02 Catch Basins, Type 28, > 4' - 8' Depth 3.000 Each 621-03.02 18" Temporary Drainage Pipe 1,947.000 l.f. 621-03.05 36" Temporary Drainage Pipe 85.000 l.f. 621-03.06 42" Temporary Drainage Pipe 95.000 l.f. 621-03.07 48" Temporary Drainage Pipe 246.000 l.f. 621-03.08 54" Temporary Drainage Pipe 329.000 l.f. 621-03.09 60" Temporary Drainage Pipe 1,499.000 l.f. 702-03 Concrete Combined Curb & Gutter 25.000 c.y. 705-06.01 w Beam Gr (Type 2) Mash Tl-3 22,503.000 l.f. 705-06.02 w Beam Gr (Type 2) Mash Tl-3 (Long Post) 1,179.000 l.f. 705-06.10 Gr Terminaltrailing End (Type 13) Mash Tl-3 71.000 Each 705-06.11 Gr Terminal (In-Inline) Mash Tl-3 63.000 Each 705-06.20 Tangent Energy Absorbing Term Mash Tl-3 36.000 Each 705-06.30 Gr Terminal (Energy Absorbing) Mash Tl-2 19.000 Each 706-01 Guardrail Removed 11,377.560 l.f. 706-06.05 Radius Rail Long Post (6-9 Ft) 1,886.000 l.f. 706-10.26 Rounded End Element 5.000 Each 707-06.01 Removal Of Fence (Description) (Barbed Wire Fence) 5,390.000 l.f. 707-08.11 High-Visibility Construction Fence 10,668.000 l.f. 708-02.01 Markers (Concrete r.o.w. Posts) 12.000 Each 709-05.05 Machined Rip-Rap (Class a-3) 2,080.000 Ton 709-05.06 Machined Rip-Rap (Class a-1) 23,534.000 Ton 709-05.08 Machined Rip-Rap (Class b) 7,085.566 Ton 709-05.09 Machined Rip-Rap (Class c) 580.288 Ton 710-02 Aggregate Underdrains (With Pipe) 111,870.760 l.f. 710-05 Lateral Underdrain 17,084.258 l.f. 710-06.15 Lateral Underdrain Endwall (6:1) 579.000 Each 711-05.70 32in Single Slope Concrete Barrier Wall 400.000 l.f. 712-01 Traffic Control (1) Ls 611-28.02 Catch Basins, Type 28, > 4' - 8' Depth 3.000 Each 621-03.02 18" Temporary Drainage Pipe 1,947.000 l.f. 621-03.05 36" Temporary Drainage Pipe 85.000 l.f. 621-03.06 42" Temporary Drainage Pipe 95.000 l.f. 621-03.07 48" Temporary Drainage Pipe 246.000 l.f. 621-03.08 54" Temporary Drainage Pipe 329.000 l.f. 621-03.09 60" Temporary Drainage Pipe 1,499.000 l.f. 702-03 Concrete Combined Curb & Gutter 25.000 c.y. 705-06.01 w Beam Gr (Type 2) Mash Tl-3 22,503.000 l.f. 705-06.02 w Beam Gr (Type 2) Mash Tl-3 (Long Post) 1,179.000 l.f. 705-06.10 Gr Terminaltrailing End (Type 13) Mash Tl-3 71.000 Each 705-06.11 Gr Terminal (In-Inline) Mash Tl-3 63.000 Each 705-06.20 Tangent Energy Absorbing Term Mash Tl-3 36.000 Each 705-06.30 Gr Terminal (Energy Absorbing) Mash Tl-2 19.000 Each 706-01 Guardrail Removed 11,377.560 l.f. 706-06.05 Radius Rail Long Post (6-9 Ft) 1,886.000 l.f. 706-10.26 Rounded End Element 5.000 Each 707-06.01 Removal Of Fence (Description) (Barbed Wire Fence) 5,390.000 l.f. 707-08.11 High-Visibility Construction Fence 10,668.000 l.f. 708-02.01 Markers (Concrete r.o.w. Posts) 12.000 Each 709-05.05 Machined Rip-Rap (Class a-3) 2,080.000 Ton 709-05.06 Machined Rip-Rap (Class a-1) 23,534.000 Ton 709-05.08 Machined Rip-Rap (Class b) 7,085.566 Ton 709-05.09 Machined Rip-Rap (Class c) 580.288 Ton 710-02 Aggregate Underdrains (With Pipe) 111,870.760 l.f. 710-05 Lateral Underdrain 17,084.258 l.f. 710-06.15 Lateral Underdrain Endwall (6:1) 579.000 Each 711-05.70 32in Single Slope Concrete Barrier Wall 400.000 l.f. 712-01 Traffic Control (1) Ls 716-05.20 Painted Pavement Marking (6" Line) 25.400 l.m. 716-12.02 Enhanced Flatline Thermo Pvmt Mrkng (6in Line) 47.000 l.m. 717-01 Mobilization (1) Ls 722-01.02 Field Office (Type 2) (1) Ls 740-06.01 Geomembrane 11,269.152 s.y. 740-10.03 Geotextile (Type Iii)(Erosion Control) 23,850.000 s.y. 740-10.04 Geotextile (Type Iv)(Stabilization) 18,049.000 s.y. 740-11.02 Temporary Sediment Tube 12in 28,369.000 l.f. 740-11.04 Temporary Sediment Tube 20in 59,816.000 l.f. 797-11.38 By-Pass Pumping (1) Ls 801-01 Seeding (With Mulch) 76.000 Unit 801-01.07 Temporary Seeding (With Mulch) 14,340.000 Unit 801-01.08 Seeding (Special Mixture) With Mulch 141.000 Unit 801-01.35 Grass Seed Mix (Ripzn/Flpl) w/Mulch 222.000 Unit 801-01.38 Natve Seed Mx Final Stablizatn Of Slopes 159.000 Unit 801-02 Seeding (Without Mulch) 7,842.000 Unit 801-03 Water (Seeding & Sodding) 936.000 m.g. 802-12.02 Acer Rubrum (Red Maple Seedlng b.r.) 655.000 Each 802-12.04 Acer Saccharum (Sugar Maple Seedlng b.r.) 655.000 Each 802-12.07 Betula Nigra (River Birch Seedlng b.r.) 655.000 Each 802-12.12 Cornus Florida (Flowering Dogwood Seedlng b.r.) 374.000 Each 802-12.15 Fagus Grandifolia (Beech Seedlng b.r.) 281.000 Each 802-12.19 Liriodendron Tulipifera (Tulip Poplar Seedlng b.r.) 281.000 Each 802-12.26 Platanus Occidentalis (Sycamore Seedlng b.r.) 655.000 Each 802-12.37 Quercus Palustris (Pin Oak Seedlng b.r.) 655.000 Each 802-12.39 Quercus Rubra (Northern Red Oak Seedlng b.r.) 374.000 Each 802-16.01 Salix Nigra (Black Willow 3ft Live Stakes) 356.000 Each 802-16.02 Physocarpus Opulifolius (Ninebark 3ft Live Stakes) 356.000 Each 802-16.03 Cephalanthus Occidentalis (Buttonbush 3ft Live Stakes) 356.000 Each 802-16.04 Cornus Amomum (Silky Dogwood 3ft Live Stakes) 356.000 Each 802-16.05 Lindera Benzoin (Spicebush 3ft Live Stakes) 356.000 Each 802-16.06 Viburnum Dentatum (Arrowwood Viburnum 3ft Live Stakes) 356.000 Each 805-01.01 Turf Reinforcement Mat (Class i) 1,569.571 s.y. 805-12.02 Erosion Control Blanket (Type Ii) 768,542.000 s.y. 805-12.08 700 Gram Coir Fiber Erosion Blanket 6,000.000 s.y. 806-02.03 Project Mowing 18.000 Cycl 604-02.01 Class a Concrete (Box Bridges) 640.000 c.y. 604-02.02 Steel Bar Reinforcement (Box Bridges) 126,375.000 Lb. 790-01.04 Pole 30ft Class 5 Wood 1.000 Each 790-02.04 Pole 35ft Class 5 Wood 3.000 Each 790-03.01 Pole 40ft Class 2 Wood 8.000 Each 790-03.03 Pole 40ft Class 4 Wood 3.000 Each 790-04.01 Pole 45ft Class 1 Wood 5.000 Each 790-04.03 Pole 45ft Class 3 Wood 10.000 Each 790-05.01 Pole 50ft Class 1 Wood 15.000 Each 790-06.01 Pole 55ft Class 1 Wood 12.000 Each 790-06.05 Pole 55 Ft Class 1 Metal 1.000 Each 790-06.08 Pole 55ft Class h2 Metal 1.000 Each 790-07.01 Pole 60ft Class 1 Wood 3.000 Each 790-08.04 Pole 65ft Class h2 Metal 1.000 Each 790-11.07 Pole 80ft Class h4 Metal 2.000 Each 790-13.05 Pole 90ft Class h2 Metal 2.000 Each 790-13.07 Pole 90ft Class h4 Metal 2.000 Each 790-13.09 Pole 90ft Class h6 Metal 2.000 Each 790-14.10 Pole 95ft Class h7 Metal 1.000 Each 790-15.01 Pole 100ft Class h4 Metal 1.000 Each 790-20.01 Pole(Specify Pole Length, Class, And Material) (90ft Class h7 Metal) 1.000 Each 790-20.02 Pole(Specify Pole Length, Class, And Material) (95ft Class h9 Metal) 2.000 Each 790-21.01 1ph Sgl Primary Support 15kv 4.000 Each 790-21.05 1ph Dbl Primary Support 15kv 3.000 Each 790-21.07 1ph Primary Lg Angle 15kv 3.000 Each 790-21.08 1ph Deadend 15kv 2.000 Each 790-21.09 1ph Primary Tap 15kv 20.000 Each 790-21.10 1ph Vertical Dde 15kv 5.000 Each 790-21.11 1ph Crossarm Deadend 15kv 3.000 Each 790-25.10 3ph Crossarm Dbl Prim Support 15kv 1.000 Each 790-25.21 3ph Crossarm Deadend Sgl 15kv 5.000 Each 790-25.24 3ph Crossarm Dde Lrg Cond 15kv 2.000 Each 790-26.02 3ph Crossarm Dbl Lrg Cond 25kv 9.000 Each 790-26.03 3ph Crossarm Sgl Lrg Cond 25kv 22.000 Each 790-26.16 3ph Xarm Fbrgls Lrg Cond Med Angle 25kv 4.000 Each 790-26.18 3ph Vertical Sm Angle Susp Bkt 25kv 2.000 Each 790-26.22 3ph Vertical Dde Angle Lrg Cond 25kv 2.000 Each 790-26.24 3ph Vertical Dead End Lrg Cond 25kv 1.000 Each 790-26.37 3ph Xarm Dbl 10ft Lg Cond Nox Sm Ang 25kv 9.000 Each 790-30.13 Secondary Conductor 2 Al Triplex 181.000 l.f. 790-31.02 Service Assembly-Pole Type 19.000 Each 790-32.02 Down Guy - Through Bolt Type Heavy Duty 8.000 Each 790-32.06 Down Guy - Insulated 62.000 Each 790-32.07 Oh Guy - Through Bolt Type 1.000 Each 790-32.23 Guy Guard 63.000 Each 790-33.31 Screw Type Anchor 23,000lb (f1-5d-p) 58.000 Each 790-33.32 Screw Type Anchor 36,000lb (f1-6t-p) 4.000 Each 790-36.04 Transfer Service 12.000 Each 790-36.10 Transfer - Light Assembly 6.000 Each 790-36.11 Transfer Existing 1ph Transformer/Recloser 1.000 Each 790-36.14 Transfer Conductor 1.000 Each 790-40.03 Oh Cond 1/0 6/1 Acsr Raven 1,134.000 l.f. 790-40.05 Oh Cond 3/0 6/1 Acsr Pigeon 2,939.000 l.f. 790-40.13 Oh Cond 397.5 26/7 Acsr Ibis 7,263.000 l.f. 790-40.42 Oh Cond 336.4 19 Aac Tulip 807.000 l.f. 790-40.49 Oh Cond 795 37 Aac Arbutus 8,010.000 l.f. 790-40.73 Oh Pri Cond (#2 6/1 Acsr Sparrow) 5,822.000 l.f. 790-40.76 Oh Static Cond (3/8" 7str Hss) 2,421.000 l.f. 790-46.03 1ph Transformer Conv w/Xarm Mtd Fuse & La 14.000 Each 790-60.01 1ph Fuse Cutout Xarm Mount 15kv 19.000 Each 790-65.03 Lightning Arrester Arm Mtd 9 Kv 16.000 Each 790-68.01 Pole Ground Rod Type 32.000 Each 790-68.02 Pole Ground Plate Type 29.000 Each 790-68.10 Miscellaneous Assemblies 6.000 Each 790-68.11 Dead End Shoe 4.000 Each 790-68.13 Sgl Phase Mounting Bracket - Fiberglass 11.000 Each 790-69.11 Ground-Ground Rod For St Pole 15.000 Each 790-69.22 Pole Top Pin 6.000 Each 790-69.31 Stick Pin 1.000 Each 790-69.32 Arm Pin 14.000 Each 790-69.41 Extension Link - Epoxy -8ft 19.000 Each 790-71.20 Tangent Hor Ln Posts 69kv Max 5.000 Each 790-71.21 Sml Angle Hor Line Posts 69kv Max 4.000 Each 790-71.29 Med Vert Ang 69kv Max 2.000 Each 790-71.33 Dde Lrg Vert Ang 69kv Max 2.000 Each 790-72.07 Guy Factory Formed With Thimble Clevis 18.000 Each 790-72.15 Medium Duty Guying Tee 14.000 Each 790-98.01 Remove Wire 12,085.000 l.f. 790-98.02 Remove Poles 75.000 Each 790-98.03 Remove Framing/Associated Apparatus 325.000 Each 790-98.20 Tree And Brush Removal Off Row (1) Ls 793-01.08 Pole 35ft Class 5 Wood 1.000 Each 793-01.17 Pole 45ft Class 3 Wood 2.000 Each 793-01.41 Anchor 1in 35.000 Each 793-11.19 Marker Post 25.000 Each 793-11.25 Concrete Handhole 4ft x 4ft x 4ft 21.000 Each 793-11.58 Remove Handhole 8.000 Each 793-12.01 Dig Splice Pit 80 c.f. 9.000 Each 793-13.12 1 Duct Formation @ 36in Depth 3,295.000 l.f. 793-13.17 2 Duct Formation @ 36in Depth 24,410.000 l.f. 793-13.22 3 Duct Formation @ 36in Depth 850.000 l.f. 793-14.02 Concrete Encasement Per Duct 2,560.000 l.f. 793-14.14 Multi Duct 26,020.000 l.f. 793-98.04 Remove Poles All Sizes 1.000 Each 795-01.01 4in Dip Restrained Joint Water Line 702.000 l.f. 795-01.03 6in Dip Restrained Joint Water Line 2,697.000 l.f. 795-01.05 8in Dip Restrained Joint Water Line 2,439.000 l.f. 795-02.01 2in Hdpe Water Line 415.000 l.f. 795-03.02 2in Pvc Water Line 1,650.000 l.f. 795-03.04 4in Pvc Water Line 1,950.000 l.f. 795-05.16 Hdd 4in Hdpe Casing Pipe-Rock 200.000 l.f. 795-05.60 Bore/Jack 6in Steel Casing Pipe-Uncon. 165.000 l.f. 795-05.62 Bore/Jack 10in Steel Casing Pipe-Uncon. 130.000 l.f. 795-05.75 Bore/Jack 8in Steel Casing Pipe-Rock. 255.000 l.f. 795-05.77 Bore/Jack 12in Steel Casing Pipe-Rock. 330.000 l.f. 795-06.01 Connect To 2in Water Line 4.000 Each 795-06.03 Connect To 4in Water Line 6.000 Each 795-06.04 Connect To 6in Water Line 10.000 Each 795-06.05 Connect To 8in Water Line 4.000 Each 795-06.31 Cut And Cap 2in Water Line 4.000 Each 795-06.32 Cut And Cap 4in Water Line 4.000 Each 795-06.33 Cut And Cap 6in Water Line 9.000 Each 795-06.34 Cut And Cap 8in Water Line 3.000 Each 795-07.02 6in x 4in Tapping Sleeve And Valve 2.000 Each 795-08.01 2in Gate Valve Assembly 6.000 Each 795-08.03 4in Gate Valve Assembly 6.000 Each 795-08.04 6in Gate Valve Assembly 9.000 Each 795-08.05 8in Gate Valve Assembly 3.000 Each 795-09.09 Relocate/Reconnect Service Assembly 33.000 Each 795-09.25 Ti Of 2in Hdpe Casing For Service Pipe-Rock 964.000 l.f. 795-09.28 3/4in Copper Service Pipe 1,800.000 l.f. 795-09.29 1in Copper Service Pipe 592.000 l.f. 795-10.03 1in Auto Air Release Valve Assembly 4.000 Each 795-10.31 2in Blow-Off Assembly 1.000 Each 795-11.01 Blow-Off Assembly 4.000 Each 795-11.02 Fire Hydrant Assembly 2.000 Each 795-11.12 Retire In Place Existing Water Main 7,616.000 l.f. 795-12.01 Remove Fire Hydrant 2.000 Each 795-13.01 Di Fittings 2,239.000 Lb. 795-14.05 Concrete Encasement 15.000 l.f. 795-14.08 Restore Asphalt 896.000 s.y. 795-14.09 Restore Concrete 500.000 s.y. 795-14.10 Restore Gravel 534.000 s.y. 795-15.24 10in Steel Casing Pipe Open Cut Method 150.000 l.f.

Bridge, New Construction.

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 -	Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 -	Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 -	Thermal and Moisture Protection, Expansion Control.
Division 09 -	Finishes, High-Performance Coatings.
Division 10 -	Specialties, Signage, Traffic Signage.
Division 26 -	Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 -	Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings, Fences and Gates, Retaining Walls.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.
Division 34 -	Transportation, Bridges.